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COMPLIANCE INFO_2022
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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2300 - Underground Storage Tank Program
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PR0231659
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COMPLIANCE INFO_2022
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Last modified
6/8/2022 4:20:40 PM
Creation date
4/6/2022 9:51:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
2022
RECORD_ID
PR0231659
PE
2361
FACILITY_ID
FA0003849
FACILITY_NAME
Verizon Business: MANTECA
STREET_NUMBER
2551
Direction
E
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
19801005
CURRENT_STATUS
01
SITE_LOCATION
2551 E LOUISE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\kblackwell
Tags
EHD - Public
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Underground Storage Tank <br /> econda�t Containment Testing Report Form <br /> 8 . SUMP/ UDC TEST <br /> Test Method Developed by ❑ Manufacturer Dlndustry Standard ❑ Professional Engineer <br /> Test Type ❑ Pressure ❑ Vacuum QHydrostatic <br /> Test Equipment Used : Incon TS STS , <br /> Sump/ UDC ID Piping Vault Fill/ Piping <br /> Sump Manufacturer Bravo Containment <br /> Sump Depth ( inches ) 32 60 <br /> Sump Bottom to Top of 18 27 <br /> Highest Pipe Penetration <br /> ( inches ) <br /> Test Start Time 12 : 18 12 : 34 <br /> Initial Reading 4 . 3941 6 . 0768 <br /> Test End Time 12 : 33 12 : 49 <br /> Final Reading 4 . 3936 6 . 0763 <br /> Change in Reading 0 , 0005 0 . 0005 <br /> Pass/ Fail Criteria 0 . 002 0 . 002 <br /> Tightness Test Results FPass ❑ Fail FvlPass ❑ Fail ❑ Pass ❑ Fail ❑ Pass ❑ Fail <br /> Sump/ UDC ID <br /> Sump Manufacturer <br /> Sump Depth ( inches ) <br /> Sump Bottom to Top of <br /> Highest Pipe Penetration <br /> ( inches ) <br /> Test Start Time <br /> Initial Reading <br /> Test End Time <br /> Final Reading <br /> Change in Reading <br /> Pass/ Fail Criteria <br /> Tightness Test Results ❑ Pass ❑ Fail ❑ Pass ❑ Fail ❑ Pass ❑ Fail ❑ Pass ❑ Fail <br /> Additional copies of this page may be attached. <br /> All tests marked "Fail" and any repairs made before or during the tightness test must be described in <br /> the COMMENTS section . <br /> Page 3 of 5 <br />
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